JP2557790B2 - High bending toughness PC pile cage assembly method - Google Patents

High bending toughness PC pile cage assembly method

Info

Publication number
JP2557790B2
JP2557790B2 JP5177295A JP17729593A JP2557790B2 JP 2557790 B2 JP2557790 B2 JP 2557790B2 JP 5177295 A JP5177295 A JP 5177295A JP 17729593 A JP17729593 A JP 17729593A JP 2557790 B2 JP2557790 B2 JP 2557790B2
Authority
JP
Japan
Prior art keywords
muscle
supporting
muscles
spiral
tension
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP5177295A
Other languages
Japanese (ja)
Other versions
JPH0711737A (en
Inventor
煕 六車
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TIMES ENG KK
Original Assignee
TIMES ENG KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TIMES ENG KK filed Critical TIMES ENG KK
Priority to JP5177295A priority Critical patent/JP2557790B2/en
Publication of JPH0711737A publication Critical patent/JPH0711737A/en
Application granted granted Critical
Publication of JP2557790B2 publication Critical patent/JP2557790B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、主として高曲靭性PC
杭に使用する補強筋籠であって、螺旋筋、螺旋筋用支持
筋及び緊張筋からなる高曲靭性PC杭用籠の組立て方法
に関する。
BACKGROUND OF THE INVENTION The present invention mainly relates to a high toughness PC.
TECHNICAL FIELD The present invention relates to a method for assembling a reinforcing bar cage for a pile, which is composed of a spiral bar, a support bar for the spiral bar, and a tension bar, and has a high bending toughness.

【0002】[0002]

【従来の技術】従来、PC杭、即ち、縦方向にPC鋼材
を埋設し、全体に縦方向のプレストレスを付与したプレ
ストレストコンクリート杭が使用されている。また近年
において、螺旋筋(横拘束筋)を配することによって曲
靭性を高めた高曲靭性PC杭が開発されている。
2. Description of the Related Art Conventionally, a PC pile, that is, a prestressed concrete pile in which a PC steel material is embedded in the vertical direction and a vertical prestress is applied to the whole, has been used. Further, in recent years, a high bending toughness PC pile having improved bending toughness by arranging spiral reinforcements (lateral restraint reinforcements) has been developed.

【0003】この高曲靭性PC杭の螺旋筋は、PC鋼材
からなる緊張筋から離れたPC杭の表面近くに配置する
ことが好ましく、このため、本発明者は、図7に示すよ
うに螺旋筋支持用の支持筋1を円筒状に配置し、その外
側に螺旋筋2を固定して円筒籠状に組み立て、支持筋1
に型枠3内で張力を与えることにより螺旋筋2が所定位
置に配置されるようにしたPC杭の製造を開発した(特
公平5−17009号公報)。
The spiral bar of the high bending toughness PC pile is preferably arranged near the surface of the PC pile away from the tension bar made of PC steel. Therefore, the present inventor spirals as shown in FIG. The supporting muscles 1 for supporting muscles are arranged in a cylindrical shape, and the spiral muscles 2 are fixed to the outside thereof to assemble them into a cylindrical cage shape.
The manufacturing of a PC pile in which the spiral bar 2 is arranged at a predetermined position by applying tension in the mold 3 has been developed (Japanese Patent Publication No. 5-17009).

【0004】[0004]

【発明が解決しようとする課題】このような従来のPC
杭の製造においては、支持筋1と螺旋筋2による円筒籠
内に主筋であるPC鋼材からなる緊張筋を挿通する必要
があり、しかもこの緊張筋4は、プレストレスを導入す
るために緊張するものであるため、平行に配置されなけ
ればならない。しかも、緊張筋は十数メートルあり、太
さが約7〜14ミリメートルのものを多数使用するた
め、その挿通作業及び各緊張筋の両端の位置決め作業を
手作業で行うと多大の労力と時間を要するという問題が
あった。
Such a conventional PC
In the manufacture of a pile, it is necessary to insert a tension muscle made of PC steel, which is the main muscle, into a cylindrical cage composed of the support muscles 1 and the spiral muscles 2, and the tension muscles 4 are tensioned to introduce prestress. It must be placed in parallel because it is a thing. Moreover, since there are ten to ten muscles and a large number of those having a thickness of about 7 to 14 mm, it takes a lot of labor and time if the inserting work and the positioning work of both ends of each tense are performed manually. There was a problem of cost.

【0005】本発明は、このような問題にかんがみ、緊
張筋の挿通及び位置決めが、螺旋筋を含む補強筋組み立
ての際に適格になされる高曲靭性PC杭用籠の組立て方
法を提供することを目的としてなされたものである。
In view of these problems, the present invention provides a method for assembling a cage for a high-bending toughness PC pile, in which the insertion and positioning of the tension muscles are qualified when assembling the reinforcing muscles including the spiral muscles. It was made for the purpose.

【0006】[0006]

【課題を解決するための手段】上述の如き目的を達成す
るための本発明の要旨とするところは、円形配置に螺旋
筋支持用の支持筋を貫通させる支持筋挿通孔を有すると
ともに、該支持筋挿通孔の円形配置の中心側に同心配置
にPC鋼材からなる緊張筋を貫通させる緊張筋挿通孔と
を有する前後端側の一対の端板を使用し、該両端板の内
の後端側端板を固定台側に固定するとともに、前端側端
板を引き出し装置側に固定し、前記両端板を接近させた
状態で後端側端板の各孔に支持筋及び緊張筋を挿通し、
その先端を前端側端板に通して抜け止めするとともに、
前記両端板に通された支持筋の外周側にコイルバネ状に
成形した螺旋筋を嵌め合わせ、然る後、前記引き出し装
置により前端側端板を固定台から離れる方向に移動させ
るとともに、前記螺旋筋を軸方向に引き伸ばして支持筋
の外周側に所望のピッチに巻き付けた状態となした後、
該螺旋筋と支持筋とを固定することを特徴としてなる高
曲靭性PC杭用籠の組立て方法に存する。
The gist of the present invention for attaining the above-mentioned object is to provide a circular arrangement having a supporting muscle insertion hole for penetrating a supporting muscle for supporting a helical muscle and supporting the supporting muscle. A pair of front and rear end plates having concentrically arranged center-sides of the muscle insertion holes and having tension muscle insertion holes for penetrating the tension muscles made of PC steel are used, and the rear end side of the both end plates is used. While fixing the end plate to the fixed base side, the front end side end plate is fixed to the drawer device side, and the supporting muscles and the tense muscles are inserted into the respective holes of the rear end side end plate with the both end plates being close to each other,
While passing the tip through the front end side end plate to prevent it from coming off,
A spiral bar shaped like a coil spring is fitted on the outer peripheral side of the support bar passed through the both end plates, and then the front end side end plate is moved in a direction away from the fixed base by the drawer device, and the spiral bar After being stretched in the axial direction to be wound around the outer peripheral side of the support bar at a desired pitch,
A method of assembling a basket for a high bending toughness PC pile, characterized in that the spiral muscle and the supporting muscle are fixed.

【0007】[0007]

【作用】この高曲靭性PC杭用籠の組立て方法によれ
ば、両端板に支持筋及び緊張筋を挿通させ、前端側端板
を移動させることにより両端板にガイドされて支持筋及
び緊張筋は同心円筒状配置に位置決めされる。この支持
筋外に嵌め合わされている螺旋筋を支持筋の必要長さ間
に引き伸ばすことにより、螺旋筋は自らの弾性によりピ
ッチが予めコイルバネ状に製作された際のピッチ間比率
に拡張されて支持筋外に巻き付けられた状態になる。こ
れを結束機等によって支持筋との交差位置を固定するこ
とにより、両端に端板が配された円筒籠の中に、緊張筋
がその両端が両端板によって位置決めされた状態で挿入
された籠が組み立てられる。尚両端板はPC杭の端板と
して使用できる。
According to this method of assembling the basket for high bending toughness PC piles, the supporting muscles and the tension muscles are inserted through the both end plates, and the front end side end plates are moved to be guided by the both end plates to support the supporting muscles and the tension muscles. Are positioned in a concentric cylindrical arrangement. By stretching the spiral bar fitted outside the supporting bar to the required length of the supporting bar, the spiral bar expands to the pitch ratio when the pitch was preliminarily made into a coil spring due to the elasticity of the spiral bar to support it. It will be wrapped around the muscle. By fixing this at the crossing position with the supporting muscles with a binding machine, etc., a cage in which the tension muscles are inserted with both ends positioned by the both end plates in a cylindrical cage with end plates arranged at both ends. Is assembled. Both end plates can be used as end plates of the PC pile.

【0008】[0008]

【実施例】次に本発明の実施の一例を図1〜図6につい
て説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS.

【0009】図1は本発明により組み立てられた籠を型
枠内に収容し、コンクリートを打設して遠心成形した状
態を示したおり、図において、10は円筒形の成形型
枠、11はコンクリート、12a,12bは端板、13
は端板12a,12bに固着した袴金具である。籠は、
PC鋼材からなる緊張筋14と、同材料の螺旋筋15、
普通鉄筋からなる螺旋筋保持用の支持筋16及び両端板
12a,12bから構成され、緊張筋14と支持筋16
とは両端が両端板12a,12bを貫通して緊張支圧金
具17a,17bにねじ止めされている。一方の緊張支
圧金具17aは型枠10の端部に当接して支持され、他
方の緊張支圧金具17bは型枠10内に挿入され、引張
ロッド18を介して定着板19に支持されており、この
定着板19が型枠10の端面に当接されている。そし
て、引張ロッド18をジャッキ20によって緊張するこ
とにより、緊張筋14が緊張されると同時に支持筋16
が直線状に張られ、これによって螺旋筋15が型枠内の
所定位置に位置決めされるようになっている。
FIG. 1 shows a state in which a basket assembled according to the present invention is housed in a mold, and concrete is cast and centrifugally molded. In FIG. 1, 10 is a cylindrical mold and 11 is a mold. Concrete, 12a and 12b are end plates, 13
Is a hakama fitting fixed to the end plates 12a and 12b. The basket is
Tensile muscle 14 made of PC steel and spiral muscle 15 made of the same material,
A support bar 16 for holding a spiral bar made of ordinary rebar and both end plates 12a and 12b.
Both ends penetrate the both end plates 12a, 12b and are screwed to the tension support metal fittings 17a, 17b. One tension support metal fitting 17a is supported by abutting against the end of the mold 10, and the other tension support metal fitting 17b is inserted into the frame 10 and supported by the fixing plate 19 via the pull rod 18. The fixing plate 19 is in contact with the end surface of the mold 10. Then, by tensioning the tension rod 18 with the jack 20, the tension muscle 14 is tensioned and at the same time the support muscle 16 is tensioned.
Is stretched in a straight line so that the spiral muscle 15 is positioned at a predetermined position in the mold.

【0010】また一定の緊張力付与後にナット19aを
回転させて定着板19を移動させ、型枠端面に当接させ
ることによってジャッキを取り外しても緊張状態が維持
されるようになっている。
Further, after a constant tension is applied, the nut 19a is rotated to move the fixing plate 19 so that the fixing plate 19 is brought into contact with the end face of the form, so that the tension is maintained even if the jack is removed.

【0011】このようにPC杭内に埋設される籠の組立
てには、図2,図3に示す装置を使用する。この装置
は、固定支持台21に対して片持式に支持された円筒状
のガイド筒22、ガイド筒22の後端側に固定された穴
あきガイド板23、支持筋16と緊張筋14を長手方向
に引き出す引き出し装置24、及び巻き付けられた螺旋
筋15を支持筋16に固定する固定装置25とからなっ
ている。
The apparatus shown in FIGS. 2 and 3 is used for assembling the basket thus buried in the PC pile. This device includes a cylindrical guide tube 22 supported in a cantilevered manner on a fixed support base 21, a perforated guide plate 23 fixed to the rear end side of the guide tube 22, a support bar 16 and a tension bar 14. It is composed of a pull-out device 24 for pulling out in the longitudinal direction, and a fixing device 25 for fixing the wound spiral bar 15 to the support bar 16.

【0012】ガイド筒22は、図4に示すように外周面
に軸心方向に向けて支持筋が嵌り合うガイド凹溝22
a,22a……が必要数だけ形成されているとともに、
先端面に後端側端板12bが取り外し自在にねじ止めさ
れるようになっている。
As shown in FIG. 4, the guide cylinder 22 has a guide groove 22 in which a support bar is fitted on the outer peripheral surface in the axial direction.
a, 22a ... are formed in the required number, and
The rear end side end plate 12b is detachably screwed to the front end surface.

【0013】引き出し装置24は、ガイドレール30上
を移動する引張用台車31と、これを移動させるための
ウインチにより巻き取られる引張ロープ32とからなっ
ている。
The pull-out device 24 is composed of a pulling carriage 31 which moves on the guide rail 30 and a pulling rope 32 which is wound by a winch for moving the pulling carriage 31.

【0014】固定装置25は、引き出された円筒配置の
支持筋16の長手方向に移動する移動台33に、該支持
筋16,16の外周側に配置した円形のガイド34を設
け、このガイド34に沿って円周方向に移動できるよう
に支持させた結束機35から構成されている。
The fixing device 25 is provided with a circular guide 34 arranged on the outer peripheral side of the supporting bars 16 and 16 on a moving table 33 which moves in the longitudinal direction of the supporting bar 16 which is drawn out in a cylindrical arrangement. It is composed of a binding machine 35 supported so as to be movable in the circumferential direction along the.

【0015】次にこのように構成される装置を使用した
籠の組立て作業について説明する。
Next, the work of assembling the basket using the apparatus thus constructed will be described.

【0016】まず、ガイド筒22の外周に予めピッチの
小さいコイルバネ状に成形した螺旋筋15を嵌め付けて
支持させるとともに、該ガイド筒22の先端に後端側端
板12bを、また台車31の筋固定金具31aの後面に
先端側端板12aをそれぞれ固定する。
First, a spiral bar 15 formed in advance in the form of a coil spring with a small pitch is fitted and supported on the outer periphery of the guide cylinder 22, and a rear end side end plate 12b is attached to the tip of the guide cylinder 22 and also the carriage 31. The front end side end plates 12a are fixed to the rear surfaces of the muscle fixing fittings 31a, respectively.

【0017】この両端板12a,12bは図5示すよう
に中央部分に開口があるドーナツ状に成形され、外周部
分には支持筋挿通孔38,38……が形成されていると
ともに、その中心側に緊張筋挿通孔39,39……が円
形配置に開口されている。
As shown in FIG. 5, the both end plates 12a and 12b are formed in a donut shape having an opening in the central portion, and supporting muscle insertion holes 38, 38 ... Are formed in the outer peripheral portion, and the center side thereof. The strainer insertion holes 39, 39 ... Are opened in a circular arrangement.

【0018】この状態で、緊張筋14,14……及び支
持筋16,16……を穴あきガイド板23の所定のガイ
ド穴に通し、緊張筋14はガイド筒22内より後端側端
板12bに通し、その先端を先端側端板12aに通して
ナット14aを螺嵌して抜け止めする。また支持筋16
はガイド筒22の外周のガイド凹溝22a内より後端側
端板12bに通し、その先端を先端側端板12aに通
し、ナット16aを螺嵌して抜け止めする。
In this state, the tension muscles 14, 14 ... And the support muscles 16, 16 ... Are passed through the predetermined guide holes of the perforated guide plate 23 so that the tension muscles 14 are located inside the guide cylinder 22 on the rear end side end plate. 12b, the tip is passed through the tip side end plate 12a, and the nut 14a is screwed to prevent the nut 14a from coming off. Also support 16
Is passed through the guide groove 22a on the outer circumference of the guide cylinder 22 through the rear end side end plate 12b, the front end thereof is passed through the front end side end plate 12a, and a nut 16a is screwed to prevent the nut from falling off.

【0019】次いで、螺旋筋15の先端側をいずれかの
支持筋16の所望位置にワイヤーで結え付けて仮止め
し、台車31を移動させ、緊張筋14及び支持筋16を
引き出す。
Then, the distal end side of the spiral muscle 15 is tied to a desired position of one of the supporting muscles 16 with a wire and temporarily fixed, the carriage 31 is moved, and the tense muscles 14 and the supporting muscles 16 are pulled out.

【0020】これによって各筋14,16は穴あきガイ
ド板23及び両端板12a,12bにガイドされ、所定
の配置で引き出される。そして螺旋筋15の後端がガイ
ド筒22の先端部まで引き出されたとき、その後端をガ
イド筒22に仮止めし、更に各筋14,16を引き出さ
せる。これによって螺旋筋15は軸方向に延ばされて支
持筋16,16……の円周配置の外側に巻き付けられ
る。尚このとき、緊張筋は自らの弾性により製作時のピ
ッチ配分と同率のピッチで拡がる。
As a result, the lines 14 and 16 are guided by the perforated guide plate 23 and both end plates 12a and 12b and pulled out in a predetermined arrangement. When the rear end of the spiral muscle 15 is pulled out to the front end portion of the guide cylinder 22, the rear end is temporarily fixed to the guide cylinder 22 and the respective muscles 14, 16 are further pulled out. As a result, the spiral bar 15 is extended in the axial direction and wound around the outer circumference of the support bar 16, 16. At this time, the tension muscles expand at the same pitch as the pitch distribution at the time of manufacturing due to their elasticity.

【0021】このようにして順次引き出し、各筋14,
16の後端近くまで引き出されたとき、螺旋筋15の後
端を支持筋16に仮止めし、ガイド筒22に対する仮止
めを解いて更に引き出させ、緊張筋14、及び支持筋1
6の後端のナット14b,16bを後端側端板12bに
当接させて各筋14,16を引張状態となし、その状態
で停止させ、固定装置25を順次動作させて螺旋筋15
と支持筋16との交差位置を結束機35により固定す
る。
In this way, the muscles 14, 14
16 is pulled out to near the rear end of the spiral muscle 15, the rear end of the spiral muscle 15 is temporarily fixed to the support muscle 16, and the temporary fixation to the guide cylinder 22 is released to further pull out the tension muscle 14 and the support muscle 1.
The nuts 14b and 16b at the rear end of 6 are brought into contact with the end plate 12b on the rear end side to bring the respective muscles 14 and 16 into a tensioned state, and the muscles are stopped in this state, and the fixing device 25 is sequentially operated to rotate the helical muscle
The crossing position between the support bar 16 and the support bar 16 is fixed by the binding machine 35.

【0022】この固定作業が終了した後、前後端側端板
12a,12bを台車31、及びガイド筒22から外
し、籠の組立てを完了する。
After this fixing work is completed, the front and rear end side end plates 12a and 12b are removed from the carriage 31 and the guide cylinder 22, and the assembly of the basket is completed.

【0023】尚、上述の実施例では一本の螺旋筋を全長
にわたって巻き付けた例を示しているが、複数の螺旋筋
束を軸方向に連続もしくは一部をオーバーラップさせて
巻き付けてもく、股支持筋にPC鋼線を使用してもよ
い。更に支持筋の抜け止めはナットによる他、ヘディン
グ加工によって頭部を形成したものであってもよい。
In the above embodiment, a single spiral muscle is wound over the entire length, but a plurality of spiral muscle bundles may be wound continuously in the axial direction or partially overlapped with each other. You may use PC steel wire for a crotch support bar. Further, in order to prevent the supporting bar from coming off, a nut may be used, or a head part may be formed by a heading process.

【0024】[0024]

【発明の効果】上述したように本発明においては、螺旋
筋を支持筋に支持させて円筒籠状に組み立てる際に、そ
の両端に端板を配し、これに緊張筋を貫通させて円筒籠
の組み立てと同時にその中に緊張筋を引き入れるように
したことにより、後の緊張筋の挿入作業が不要になると
ともに、緊張筋は、その両端が端板に貫通されているた
め、型枠内において緊張のための端部選別及び固定作業
が容易に行い得ることとなったものである。
As described above, in the present invention, when the spiral bar is supported by the supporting bar and assembled into a cylindrical cage, end plates are arranged at both ends of the spiral bar, and the tension bar is passed through the end plate to make the cylindrical cage. By assembling the tendon muscle into it at the same time as assembling, it is not necessary to insert the tendon muscle later, and since both ends of the tendon muscle are penetrated by the end plates, This makes it possible to easily perform end selection and fixing work for tension.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明方法により組立てられた補強筋を使用し
たPC杭製造工程を示す断面図である。
FIG. 1 is a cross-sectional view showing a PC pile manufacturing process using a reinforcing bar assembled by the method of the present invention.

【図2】本発明方法を実施する装置の一例の断面図であ
る。
FIG. 2 is a sectional view of an example of an apparatus for carrying out the method of the present invention.

【図3】同動作状態の断面図である。FIG. 3 is a sectional view of the same operating state.

【図4】ガイト筒の断面図である。FIG. 4 is a cross-sectional view of a guide cylinder.

【図5】本発明方法に使用する端板の正面図である。FIG. 5 is a front view of an end plate used in the method of the present invention.

【図6】本発明方法によって組立てられる補強筋の一例
の切断端面図である。
FIG. 6 is a cut end view of an example of a reinforcing bar assembled by the method of the present invention.

【図7】従来技術を示す断面図である。FIG. 7 is a cross-sectional view showing a conventional technique.

【符号の説明】[Explanation of symbols]

10 成形型枠 11 コンクリート 12a,12b 端板 13 袴金具 14 緊張筋 14a,14b,16a,16b,19a ナット 15 螺旋筋 16 支持筋 17 緊張支圧金具 18 引張ロッド 19 定着板 21 固定台 22 ガイド筒 22a ガイド凹溝 23 ガイド板 24 引き出し装置 25 固定装置 30 ガイドレール 31 引張用台車 31a 筋固定金具 32 引張ロープ 33 移動台 34 ガイド 35 結束機 38 支持筋挿通孔 39 緊張筋挿通孔 10 Molding Form 11 Concrete 12a, 12b End Plate 13 Hakama Metal Fitting 14 Tensile Muscle 14a, 14b, 16a, 16b, 19a Nut 15 Helical Muscle 16 Support Muscle 17 Tension Support Metal Fitting 18 Tensile Rod 19 Fixing Plate 21 Fixing Base 22 Guide Tube 22a Guide groove 23 Guide plate 24 Drawer device 25 Fixing device 30 Guide rail 31 Tension trolley 31a Muscle fixing metal fitting 32 Tension rope 33 Moving table 34 Guide 35 Bundling machine 38 Support muscle insertion hole 39 Tensile muscle insertion hole

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 円形配置に螺旋筋支持用の支持筋を貫通
させる支持筋挿通孔を有するとともに、該支持筋挿通孔
の円形配置の中心側に同心配置にPC鋼材からなる緊張
筋を貫通させる緊張筋挿通孔とを有する前後端側の一対
の端板を使用し、該両端板の内の後端側端板を固定台側
に固定するとともに、前端側端板を引き出し装置側に固
定し、前記両端板を接近させた状態で後端側端板の各孔
に支持筋及び緊張筋を挿通し、その先端を前端側端板に
通して抜け止めするとともに、前記両端板に通された支
持筋の外周側にコイルバネ状に成形した螺旋筋を嵌め合
わせ、然る後、前記引き出し装置により前端側端板を固
定台から離れる方向に移動させるとともに、前記螺旋筋
を軸方向に引き伸ばして支持筋の外周側に所望のピッチ
に巻き付けた状態となした後、該螺旋筋と支持筋とを固
定することを特徴としてなる高曲靭性PC杭用籠の組立
て方法。
1. A circular arrangement has a supporting-muscle insertion hole for penetrating a supporting muscle for supporting a spiral muscle, and a tension muscle made of PC steel penetrates concentrically on the center side of the circular arrangement of the supporting-muscle insertion hole. Using a pair of front and rear end plates having a strainer insertion hole, the rear end plate of the both end plates is fixed to the fixed base side, and the front end plate is fixed to the drawer side. , With the both end plates being brought close to each other, the supporting muscles and the tension muscles are inserted into the respective holes of the rear end side end plate, and the leading ends thereof are passed through the front end side end plate to prevent the same from passing through the both end plates. A coil spring-shaped spiral bar is fitted on the outer peripheral side of the support bar, and then the front end side end plate is moved by the drawer device in a direction away from the fixed base, and the spiral bar is extended in the axial direction for support. With the state that it is wound around the outer peripheral side of the muscle at the desired pitch A method of assembling a basket for a high-bending toughness PC pile, characterized in that the spiral muscle and the supporting muscle are fixed after the completion.
JP5177295A 1993-06-24 1993-06-24 High bending toughness PC pile cage assembly method Expired - Fee Related JP2557790B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5177295A JP2557790B2 (en) 1993-06-24 1993-06-24 High bending toughness PC pile cage assembly method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5177295A JP2557790B2 (en) 1993-06-24 1993-06-24 High bending toughness PC pile cage assembly method

Publications (2)

Publication Number Publication Date
JPH0711737A JPH0711737A (en) 1995-01-13
JP2557790B2 true JP2557790B2 (en) 1996-11-27

Family

ID=16028522

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5177295A Expired - Fee Related JP2557790B2 (en) 1993-06-24 1993-06-24 High bending toughness PC pile cage assembly method

Country Status (1)

Country Link
JP (1) JP2557790B2 (en)

Also Published As

Publication number Publication date
JPH0711737A (en) 1995-01-13

Similar Documents

Publication Publication Date Title
US3023475A (en) Apparatus for producing prestressed structural units
US3942238A (en) Method for reinforcing structures
JP2557790B2 (en) High bending toughness PC pile cage assembly method
EP0432121B1 (en) Method for producing reinforcement for concrete members, preferably concrete piles, reinforcement and a strut member incorporated therein
DE906988C (en) Anchoring a pre-tensioned strapping on a structural member and method for strapping a structural member
JPH0819673B2 (en) High bending toughness PC pile cage assembly method
JP2006257796A (en) Reinforced cage support ring of prestressed concrete pole and method of manufacturing prestressed concrete pole
KR101000263B1 (en) Manufacturing apparatus and method of prefabricated parallel wire strand specimen for suspension bridge
DE2038112C3 (en) Method and device for the production of a cast resin pipe with glass fiber reinforcement in the centrifugal casting process
DE2325295A1 (en) METHOD AND DEVICE FOR MANUFACTURING CONCRETE PIPES
DE1784332C3 (en)
JPH06346438A (en) Manufacturing method for high bending tenacious pc pile
JPH04249109A (en) Manufacture of pc pile having ultrahigh bending toughness
JPH1171858A (en) Reinforcing cage and reinforcing cage weaving machine
KR102115276B1 (en) Prestressed Spun Concrete Pole Comprising Doubly Tense Steel Rods, Apparatus and Method for Manufacturing the Same
AT261369B (en) Method and device for the production of wire bundles
US791041A (en) Molding-flask.
DE2758489A1 (en) Prestressed reinforced concrete foundation pile - consists of external tube, with reinforcement, and concrete cast in-situ
DE3543369A1 (en) Process for reinforcing prefabricated reinforced-concrete compound units and apparatus for carrying out the process
JP3634924B2 (en) Method for assembling concrete pole ring reinforcement and apparatus, jig and metal fitting used therefor
DE22939C (en) Machine for the production of tubular ropes and wrapped rods
JP3437561B2 (en) Carbon fiber equal tension device
JPH0556210B2 (en)
US3229016A (en) Method of moulding articles on a core liner
JPH0144204Y2 (en)

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees